首页> 外文期刊>Journal of great lakes research >A field study of nearshore environmental changes in response to newly-built coastal structures in Lake Michigan
【24h】

A field study of nearshore environmental changes in response to newly-built coastal structures in Lake Michigan

机译:密歇根湖新建海岸结构对近岸环境变化的实地研究

获取原文
获取原文并翻译 | 示例
       

摘要

In this study, we monitored changes of cohesive nearshore environment including bluff and lake bottom/bed response to newly-built coastal structures with a thousand-meter-long revetment in Lake Michigan shoreline over a six-year study period. Sequential aerial photos showed that excessive slumping occurred only on the south bluffs and no bluff recession in the middle areas with coastal structures. Field measurements using our recently developed integrated geophysical techniques provided information on bathymetry, sand layer thickness, and lakebed downcutting over the nearshore reach of Concordia University in Lake Michigan. During the study period, the bathymetry profiles at the study site fluctuated dynamically, especially in the regions outside the shoreline structures, suggesting continuous and ongoing sediment erosion and deposition. The lakebed downcutting in front of the newly-built coastal structures is correlated with CWIH (cumulative wave impact height). Significant differences of lakebed downcutting in the north and south natural beach regions were revealed and may be associated with the nearshore sediment budget. The southwardly dominant longshore current maintains the equilibrium state of beach profiles in the north region, but the coastal structures prevent sediment supply from the well-protected bluffs in the middle region to the south region. The possible source of sediment supply in the south region is therefore from lakebed or bluff materials, supported by excessive bluff failures and lakebed downcutting. Overall the newly-built coastal structures seem to pose negative impacts on bluff stability at the south shore of the coastal structures.
机译:在这项研究中,我们监测了密歇根湖沿岸环境的粘性变化,包括对悬崖和湖底/河床对新建沿海结构的反应,在六年的研究期间,该结构在密歇根湖沿岸有1000米长的护岸。连续的航拍照片显示,过度的塌陷仅发生在南部的虚张声势,而在沿海结构的中部地区则没有虚张声势的衰退。使用我们最近开发的集成地球物理技术进行的野外测量提供了有关密歇根湖康科迪亚大学近岸范围的测深,沙层厚度和湖床下陷的信息。在研究期间,研究地点的测深剖面动态波动,尤其是在海岸线结构以外的区域,这表明持续不断的泥沙侵蚀和沉积。新建沿海结构前的湖床俯冲与CWIH(累积波冲击高度)相关。揭示了北部和南部天然海滩区湖床截流的显着差异,并且可能与近岸沉积物预算有关。向南的主导性近岸海流在北部地区保持海滩轮廓的平衡状态,但沿海结构阻止了从中部地区到南部地区受到良好保护的悬崖上的泥沙供应。因此,南部地区可能的沉积物供应来源是湖床或悬崖材料,这是由于过度的悬崖破坏和湖床下陷造成的。总体而言,新建的沿海结构似乎对沿海结构南岸的虚张声势稳定性产生了负面影响。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号